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BriefFiniteElementNet · Sep 13, 2023 · 3a172a7 · 3a172a7
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diff --git a/docs/elements/finiteElements/Bar/behavs.rst b/docs/elements/finiteElements/Bar/behavs.rst
@@ -8,34 +8,39 @@ The possible behaviours for the BarElement is:
 - ``BarElementBehaviour.EulerBernoulyBeamY`` : Beam in Y direction based on Euler-Bernouly theory. DoFs are shown in below image:
 .. figure:: ../images/bar-b1.png
    :align: center
-
-   DoFs of ``BarElementBehaviour.EulerBernoulyBeamY``
+
+DoFs of ``BarElementBehaviour.EulerBernoulyBeamY``
+
 - ``BarElementBehaviour.EulerBernoulyBeamZ`` : Beam in Z direction based on Euler-Bernouly theory. DoFs are shown in below image:
 .. figure:: ../images/bar-b2.png
    :align: center
-
-   DoFs of ``BarElementBehaviour.EulerBernoulyBeamZ``
+
+DoFs of ``BarElementBehaviour.EulerBernoulyBeamZ``
+
 - ``BarElementBehaviour.TimoshenkoBeamY`` : Beam in Y direction based on Timoshenko's theory (shear deformation). DoFs are shown in below image:
 .. figure:: ../images/bar-b1.png
    :align: center
-
-   DoFs of ``BarElementBehaviour.TimoshenkoBeamY``
+
+DoFs of ``BarElementBehaviour.TimoshenkoBeamY``
+
 - ``BarElementBehaviour.TimoshenkoBeamZ`` : Beam in Z direction based on Timoshenko's theory (shear deformation). DoFs are shown in below image:
 .. figure:: ../images/bar-b2.png
    :align: center
-
-   DoFs of ``BarElementBehaviour.TimoshenkoBeamZ``
+
+DoFs of ``BarElementBehaviour.TimoshenkoBeamZ``
+
 - ``BarElementBehaviour.Truss`` : Only axial load carrying. DoFs are shown in below image:
 .. figure:: ../images/bar-truss.png
    :align: center
-
-   DoFs of ``BarElementBehaviour.Truss``
+
+DoFs of ``BarElementBehaviour.Truss``
+
 - ``BarElementBehaviour.Shaft`` : Only torsional moment carrying. DoFs are shown in below image:
 .. figure:: ../images/bar-shaft.png
    :align: center
 
-   DoFs of ``BarElementBehaviour.Shaft``
-   
+DoFs of ``BarElementBehaviour.Shaft``
+
 These behaviours can be combined , for example a truss member should only have a Truss behaviour, but a 3d frame member does have two beam behaviour in Y and Z directions, a truss behaviour and a shaft behaviour, (all these behaviours at the same time).
 
 This is an example which makes a BarElement with truss behaviour which in real acts as a truss member that only can carry axial load:
@@ -67,10 +72,12 @@ So better to use ``BarElementBehaviours`` unless needed manually define combinat
 .. image:: ../images/bar-fullB.png
    :align: center
 
-   DoFs of ``BarElementBehaviours.FullBeam`` and ``BarElementBehaviours.FullBeamWithShearDefomation``
+DoFs of ``BarElementBehaviours.FullBeam`` and ``BarElementBehaviours.FullBeamWithShearDefomation``
+
 - ``BarElementBehaviours.FullFrame`` and ``BarElementBehaviours.FullFrameWithShearDeformation``: 
 
 .. image:: ../images/bar-fullframe.png
    :align: center
 
-   DoFs of ``BarElementBehaviours.FullFrame`` and ``BarElementBehaviours.FullFrameWithShearDeformation``
+DoFs of ``BarElementBehaviours.FullFrame`` and ``BarElementBehaviours.FullFrameWithShearDeformation``
+
diff --git a/docs/elements/finiteElements/Triangle/behavs.rst b/docs/elements/finiteElements/Triangle/behavs.rst
@@ -8,22 +8,23 @@ The possible behaviours for the TriangleElement is:
 - ``TriangleElementBehaviour.Membrane`` : Membrane behaviour for in-plane displacement. DoFs are shown in below image:
 .. figure:: ../images/tri-membrane.png
    :align: center
-   
-   DoFs of ``TriangleElementBehaviour.PlateBending``
+
+DoFs of ``TriangleElementBehaviour.PlateBending``
 
 The mathematic formulation of this behaviour is based on standard CST (Constant Stress/Strain Triangle) element.
 
 - ``TriangleElementBehaviour.PlateBending`` : PlateBending behaviour for in-plane rotations and out of plane displacements. DoFs are shown in below image:
 .. figure:: ../images/tri-bending.png
    :align: center
-
-   DoFs of ``TriangleElementBehaviour.PlateBending``
+
+DoFs of ``TriangleElementBehaviour.PlateBending``
+
 - ``TriangleElementBehaviour.DrillingDof`` : behaviour for out of plane rotations. DoFs are shown in below image:
 .. figure:: ../images/tri-drill.png
    :align: center
-   
-   DoFs of ``TriangleElementBehaviour.DrillingDof``
-   
+
+DoFs of ``TriangleElementBehaviour.DrillingDof``
+
 The mathematic formulation of this behaviour is based on DKT (Discrete Kirchhoff Triangle) element.
 
 These behaviours can be combined , for example a Membrane member should only have a Membrane behaviour, but a thin shell member does have behaviour of platebending and a membrane behaviour (both at the same time).
@@ -57,4 +58,4 @@ So better to use ``TriangleElementBehaviours`` unless needed manually define com
 .. figure:: ../images/tri-full.png
    :align: center
 
-   DoFs of ``TriangleElementBehaviours.ThinShell`` and ``TriangleElementBehaviours.ThickShell``
+DoFs of ``TriangleElementBehaviours.ThinShell`` and ``TriangleElementBehaviours.ThickShell``
diff --git a/docs/example/settlement/index.rst b/docs/example/settlement/index.rst
@@ -1,4 +1,5 @@
 .. _example_settlement:
+
 Settlement Example
 ##################
 

diff --git a/docs/example/transmision-tower/index.rst b/docs/example/transmision-tower/index.rst
@@ -1,4 +1,5 @@
 .. _example_transmission_tower:
+
 Transmission Tower
 ##################
 

diff --git a/docs/example/truss3d/index.rst b/docs/example/truss3d/index.rst
@@ -121,6 +121,7 @@ In BriefFiniteElement.NET, every node has 6 degree of freedom: ``X``, ``Y``, and
 
 
 .. csv-table::
+
    :header: "Property Name", "Description"
    :widths: 15, 15
 
@@ -144,6 +145,7 @@ or:
 and should fix the rotational DoFs of node 5:
 
 .. code-block:: cs
+
   n5.Constraints = Constraints.RotationFixed
   
 Step5: Assign Load to Node